HomeMy WebLinkAboutPermit Building 2018-08-27SPRINGfIETD
,b
Caty of Spflngfreld
Developme.t a.d Pub c worke
225 F fth Streei
Spn.qricld, OR 97477
54r'126 31530rtl60d
wob Address ww spnnqr. d-o..oov
Building Permit
Commercial Structural
Permit Number: 8'l'l-18{020I14-STR
IVR Number 811018876711
Pemit lssued: Algusr 27 2018
C.tagory ot Constructaon: CommercLa
Submitted Job Valu.; $23 000 00
O.rcriplion ofWort: Repa r deck - NW Selt Slorage
Type ofWork: Repa r
JOB SIIE INFORMATION
2656 OLYMPIC ST
Spn.gn€E, OR 97477
NORTHWEST SELF
STORAGE
14E55 SE E2ND DR
CLACKAMAS OR 97015
LICENSED PROFESSIONAL INFOR AfION
PORILANO REAL ESTATE
SOLUTIONS LLC - Pnrnary
174542 50$90&0822ccB
PENDING INSPECTIONS
1999 F,na Buildrng
1260 Framng
SCHEDULING INSPECTIONS
Various inspecirons are mnima ly Gqutred on each projeci and oflen dependeni on th6 scop€ orwolk Conlaci lhe ssuing
ju sdicl on ind icaled on ihe p€rmrt io delemrne req uir6d hspec ons for lh is proFcl
Schedue or lrack inspecions al ww.buridrngperm is oregon gov
Schedule by phone €l 1 88&299-2821 lse IVR nunber 81i018876711
Schedule using lhe Oregon ePemrnrng lnspeclDn App, search "epermittng'm lhe app slo.e
PERMIT fEES
Structural buildrng pemit fee
State of Oregon sur€harge Bldg (12o of applcable fees)
s !8.3 !
$366.r2
$43.93
$428.36
Allp.ovilioG otlasard ordin.nc€s gover.ing thrs lyp. oi rort -lll b. com pli€d wilh wn.rh.. .p.r ifi6d ne.ern o' not Granring ol
a p.rmil ddB not p@um.lo giveauthonty lo vtolale or cancel the provl.lon6 ol any olh..!l!t.or l@al l.wregol.l'.g conslruction
o. th. p.domance ol .on.truction.
ATTENTIoN -CALLBEFOREYoU olc: oregon law.eqrires yo!to loll rul.Endopr.d by rh. OBOon Utility Norificaion c6nter.
Tho..rolE6e3etlorthlnOAR952401-0o10th@ughOAR952{01.lrO9O.You.yobr.incopl..olrhBrulesbyc.llingrhecenrerat
(877) 668-4001 o,dlarsrl
all pe6oBor6ntti.i p.rrormlng srk underrhi. p.mil are.equired lo h. rlcensed u.le..er.mpr.d by oRs 701.010
(srructud!$eh.nic.l), oFs a79.go (ElErrica0, .nd oRs 693-010{20 (Plumbrng).
1703254100102
PemlL mGt be posrsd in cre.r view on lhe workir€. Pemits.xpire al worl b not3t,n6d wirhrn 130 DaF or issuance or il work is
.u.pendodlor130 DayB or longe.dependioq on rhs ir3ulng ag.rcy'. po lcy.
SPRINGfIEI.D
,h
oRtc0N
ww sp,in9,i6 d or gov
Transaction Receipt Cly oI SPirgfeld
Deve opment and P!blc worG
225 Ffih Str€et
811-18-0020,14-STR
Receipt Number:467837
Receipt Date: 8/27118
Springned, OR 97477
54r 726 3753
ptrmt.enter@springrield-or-9ov
Worksileaddcss 2656 OLYi/PrC ST. Sprngfied. OR 97477
Pat@l: 170325410Q102
Fees Paid
at27l1a 1.00 Ea Slruclural burldrng p.mit lee 224-ANnA-4)5602 1A3A s366 12 $36612
at27/14
8127t1A
r00 Ea
1 00 Aulomal. Technoogy Fee
Slale ofOregon Su.cha€e - Bldg (12% of 821 00000-215004 0000
1 00-00000-42s605.0000
$43 93
s18 31
$43 93
518 31
Paymenl Melhod Ch€ck iumber 4406 Payer TM Ripp€y Consuling s428 36
Cashrer KatrnaAnderson $428,36
FrN,TEn*d6^R.erpljr
Structural Pcrmit Application
Ieffi
ARIMENT USE ONL"-u YDEP
This ItrDit ir i$ue d under OAR rrls-160-0030. Pc rmils crpir il *ork is not stirtad rithin 180 d.yi ol iisuune or it $ork is
su!Fnd.d for 180 da!.
NT APPROVAL
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JOB SITE INFORI\,IATION AND LOCATION
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Suite 100
Tipiard, OrcBon 97223
Phone: (503) 443-3900
Faxi (503) 443-3700
TM RIPPEY
(.O\SULTING TN(;TNEERS
S'I'RLICTURAL DETAILS
10R
NIY SELF STORAGE SPR]NGI.'TELD _ DECK REPAIRS
TMR # 18006.09
A $st 27,2018
PAGE
GENER.A]- NOTES
STTE PLAN
AERIAL PLAN
F'RAMING PLAN
SLC'TION
StsCTION
Nl N2
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CODE R EO U IR E[,,1E NTS:
CONFORIVI TO THE 2012 )NTERNATIONAL AUILDING CODE AS AI\4ENDED BY THE 20,14 OREGON STRUCTURAL
SPECIALTY CODE. REFERENCED HEREAFTER AS IBC
DESIGN CRITERIA:
DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE IBC, IN ADDITION TO THE
DEAD LOADS, THE FOLLOWNG LOADS WERE USED FOR DESIGN, WTH LIVE LOADS REDUCED PER IBC
FLOOR LIVE LOAD:40
SNOW LOAD: 25
EXISTING CONDITIONS:
THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS, DIIIIENSIONS AND ELEVATIONS, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES FROI\4 CONDITIONS SHO\AN ON THE
DRAWNGS PRIOR TO THE START OF THE WORK,
METALS:
ALL BOLTS:ASTIvl A307 UNLESS NOTED OTHERWSE.
IHREADED RODS: AST[, A36 UNLESS NOTED OTHERWISE.
ALL STEEL EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED PER ASTI\4 ,I23 FOR STRUCTURAL
STEEL AND ASTM 153 FOR BOLTS AND HARDWARE, FABRICATION OF STEEL THAT IS TO BE HOT DIP
GALVANIZED SHALL ALSO I\4EET ASTIU A385, REPAIR OF DAMAGED GALVANIZED COATING SHALL BE MADE
WITH PRODUCTS MEETING ASTM A78O AND AS A i/INIMUI\4 SHALL BE 5OO/O GREATER IN THICKNESS THAN
THE SURROUNDING GALVANIZING.
CARPENTRY:
SAWN LUMBER DESIGN IS BASED ON THE NATIONAL DESIGN SPECIFICATION, LATEST EDITION, SAWN
LUMBER SHALL CONFORM TO WEST COAST LUI\i!BER INSPECTION BUREAU OR WESTERN WOOD
PRODUCTS ASSOCIATION GRADING RULES. UNLESS NOTED OTHERWSE ALL LUI\4BER SHALL BE 190/O AT
TIME OF FABRICATION AND DRIED TO A MAXI|\rlUl\il OF 15% BEFORE INSTALLATION OF GYP. BOARD AND OF
BRICK VENEER AND VERIFIED BY THE GENERAL CONTRACTOR, ALL WOOD IN PERMANENT CONTACT WITH
CONCRETE OR CI\4U SHALL BE PRESSURE TREATED UNLESS AN APPROVED BARRIER IS PROVIDED.
GRADES SHALL BE AS NOTED ON THE PLANS.
FRAI\,IING ACCESSORIES AND STRUCTURAL FASTENERS SHALL BE MANUFACTURED BY SIi,PSON STRONG-
TIE COIIPANY (OR ENGINEER APPROVED EQUAL) AND OF THE SIZE AND TYPE SHO!\4{ ON THE DRAWINGS
AND ATTACHED PER ]!lANUFACTURER'S REOUIREMENTS AND RECOMIITENDATIONS UNLESS NOTED
OTHERW]SE, HANGERS NOT SHOWN SHALL BE SIIVIPSON HU OF SIZE RECOI\4[,1ENDED FOR IUEMBER, ALL
FRAI\4lNG NAILS SHALL BE CO|VirloN NAILS. NO BOX NAILS ALLOWED. FASTENERS ANO ACCESSORIES lN
CONTACT W|TH PRESERVATIVE TREATED WOOD IlIUST BE HOT DIPPED GALVANIZED OR HAVE ZMAX
COATING. ALL FASTENERS IN CONTACT WITH FIRE RETARDANT LUI\4BER I\4UST BE HOT-DIPPED
GALVANIZED, DO NOT INSTALL 0.148,,x 1 ,1/2,, NAILS IN HANGERS UNLESS SPECIFICALLY NOTED ON THE
PLANS & DETAILS. NAIL CALLOUTS SHALL 8E INTERPRETED AS FOLLOWS:
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7650 SW Bev.'led Slr$t
Suite 100
Tigad, OrcSon 97223
Phone: (503)443-3900
By kF-!,-
Cl'k By:
\?noe a9
r.\ | or:
GENERAL STRUCTURAL NOTES
TEU]PORARY CONDITIONS:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL STABILITY OF THE NEW AND EXISTING
STRUCTURES AND WALLS DURING CONSTRUCTION THE STRUCTURE SHOWN ON THE DRAWINGS HAS
BEEN DESIGNED FOR STAB]LITY UNDER THE FINAL CONFIGURATION ONLY,
NAIL CALLOUT
8d coMr\roN
10d coMt\roN
16d COMMON
16d SINKER
SHEARWALL NAILS
ROOF SHEATHING NAILS
FLOOR SHEATHING NAILS
DIAMETER
0.13't "
0.'t 48"
0.162"
0.148"
0.148'
0.131'
0.131',
LENGTH
21t2"
31t2',
3114"
21t2"
2 l/2' (RING St-tANK AT DECK ROOD
2 f/2',(RtNG SHANK)
SHEATHING PANELS SHALL CONFORI\4 TO THE REQUIREMENTS OF VOLUNTARY PRODUCT STANDARD PS 1
OR PS 2, OR APA PRP.108 PERFORi'ANCE STANDARDS. UNLESS NOTED, PANELS SHALL BE APA RATED
SHEATHING, EXPOSURE 1, OF THE THICKNESS AND SPAN RATING SHOIA/N ON THE DRAWNGS.
INSTALLATION SHALL BE IN CONFORI\,IANCE WTH APA RECOI\4I\4ENDATIONS. ALLOW,l/8" SPACING AT
PANEL ENDS AND EDGES, UNLESS OTHERWSE RECOIVIMENDED BY THE PANEL IV]ANUFACTURER.
ALL ROOF SHEATHING AND SUB.FLOORING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO
SUPPORTS, EXCEPT AS INDICATED ON THE DRAWINGS. ROOF SHEATHING SHALL EITHER BE BLOCKED,
TONGUE.AND-GROOVE OR HAVE EDGES SUPPORTED BY PLYCLIPS, SHEAR WALL SHEATHING SHALL BE
BLOCKED WITH 2X FRAI/ING AT ALL PANEL EDGES, NAILING NOT SPECIFICALLY IDENTIFIED ON THE
ORAWINGS SHALL CONFORM TO IBC TABLE 2304,9,,1,
ALL i/]ULTIPLE STUD OR SOLID POST POINT LOAD SUPPORTS TO EXTEND THROUGH ALL FRA[,IING BELOW
TO SOLID BEARING AT FOUNDATION OR CARRYING GIRDER. PROVIDE FULL BEARING WITHIN JOIST SPACE
AS REQUIRED,
.fN ,,[L TM RIPPEY
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7650 Sw IleveledSftet
Suile 100
Tlgard, Oregon 97223
Phorc: (503)443-3900
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FLASHING AND WATERPROOFING:
ALL FLASHING AND WATERPROOFING SHALL BE BY OTHERS UNLESS NOTED OTHERWSE ON THE PLANS,
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Suite 100
Tigud, Oregon 97223
Phone: (503) 4.1.,-3900
Fax: (503) 14i-37m
TM RIPPEY
CONSTIL'I'ING I]\GIN tsI]RS
STRL (lI't R,\ L CI\LC[ILATIONS
N14/ SDLII STOR,IGE SPRINGFIDLD _ DECK REPAIRS
TMR # 18006.09
August 27,2018
FOR
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Title:
ID:
Descr:
IteBlock ftliiad: 6 AUG 2013 .a ePM
Description : lloie
cqpEEEfEEElvrEs .'
Material Pro
Calculations p6r NDS 2012 IBC 2012, CBC 201 3. ASCE 7-10
Load Combination Sel ASCE 7-10
Analysis Me$od: Allowable Stress Design Fb*
Load Combinalb, ASCE 7-10 Fb-
Fc-Prll
Wood Species :Douglas Fir-Larch !"-P"p
iryood ciade :No i Fv
Beam Braci,rg : Beam is Fully BGced against latera {orsiona buckiing
900 psl
900psi
1350 p€i
625 p6i
180 ps
575p6
E: llcdnius of Aa.ucily
Ebend- xx
Eminbefld-)c(
1600ksi
580ksi
Densiv 312W1
D(0 0170) L(O si0 03:i)
Serul@ l€ds entered. L@d Faclors wilbe applied lor.alclianons.Applied Loads
Unitom Load on ALL spans D=00170, L-0.0530, S=0.0330Ufr
pEs-lcrvsu.uu4_R-v-,i
Maximum Bending stress Ratio
Section used for lh s span
Itr ' A.tual
FB A lov6ble
Load Combination
Locaton of maximum on span
Span # $flele fiEximum oc.urs
Maximurn Deflection
lvax Downward Trami€nl Oe! ection
Ma, upvad Transient D€llection
Lrtax Downward Total Oeflection
Mar Upward Total Oeflect on
o.7231
2xio
822.98psi
'1,138 50psi
+Dl{.75OLro 75{S
6.000fr
Span # 1
tlrlaximum Shear Str€ss Ralio
Section used for this span
Iv:Acllal
Fv.AIMble
Load combinalion
Localion oi maxirnum on span
Span # $tEre ma\imn cc1jrs
0.157 in R.tio -
o ooo Ln nato =
0.242 in nurc =
0.000 in Ratio =
916 >=4t0
0 <480
595>=240
0 <240
0.224 - 1
2x10
46.30 Psi
207 00 psi
rO{ 7501+0 750S
0.00011
Span # 1
binations
noK
& Stresses
Sesms'l Lssl!
DOny
Len!lh = 12.011
*D'L
Lenglh = 12 0fi
Le.llh-120fi
*D'0 750t
Lenqth = 120fl
.D+0 75&+0 7505
cm ci cL. Mct
1!O
1!0
1m
l@
1.00
1m
1.00t0
1@
0193
0t14
0113
0 {63
0@
0.221
0.137
0113
090
1@
1.15
125
11@
1rm
11m
1 100
11@
1lm
1 100
1100
1lm
1.@
I rl0
1m
r00
1.@
100
1.00
r00
100
031
1m
090
1.02
000
891.00
0@
990 00
000
1138 50
000
1211.5
0m
000
009
0c0
037
000
026
000
030
0c0
0.00
966
0m
39 7t
0m
28 41
000
32.21
000
1m
1m
1m
tm
1@
1@
100
1m
1m
1m
1m
1m
lm
100
100
100
lm
1m
100
100
1C0
100
100
1m
100
1m
100
17166
706 85
50-4 89
573.05
(-t
0m
162 00
000
18n 00
000
207 m
0@
225 00
0@
I
2x10
s!6n = 12.0fiI
l
$
1
1
1
I
Tifle Block Line i
Yo{ can change Ihls are,
using tle 'Sefljng6. meou,t€fi
and $en using [E'prmhno &
Iite ElocL' setecbon
Projecl Tdte
Proiect tD.
Iilie
Desnrplion
pnn!€d: 6 aLrG 2013, 4 5OPi'
Load Cmbnalrm ShsVarB _Sp.n* ll V Cd CF, ci cr Cn c t cL ,!
Lic- , : NW.06002562 Licans&: ,M 8!PPE EEE
LeTth=]2ofl 1 01n cn1
'0 6i0D
Lerslh= 1?0ft 1 0m5 0!21
Oveiall Maximum Deflections .
100
100
1!0
100
1@
100
IM
r00
1m
lql
100
1m
rc0
100
1m
822 98
lfim
r 138 50
0m
15& m
013
000
005
16 30
0m
580
a7 cfi
0m
288 m
147
018
Sp6n Ma( 1'0efl L@lio. n Sf'an Loadc@boalo.r,!r ."'Dei Lceloi in Sl.n
'0 750s a2414 6 041
Srypdi nolal d : Fa, efi E ,1
0.0it00 a iil
Vertlcal Reactions
0 onlv
,O.t
+D+S
aD.{ 7f0L
.or{ 750t.0.750S
+o 600
S on,
0196
010?
a1n
0 300
0 3,ll
0189
0 !61
03r8
0198
0198
0102
012C
0r0
0341
0189
0 061
0 318
019€